The URL can be used to link to this page

Home My WebLink AboutPRODUCT APPROVALFlorida �i,, y �� ►�"'' Product Approval �- ),USER: Public User Product Approval Menu > Product or ADDllcation Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archlved Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL9555-R4 Revision 2017 Approved SCANNED BY St hirl 01"O" UNION CORRUGATING COMPANY 701 S. KING ST. FAYETTEVILLE, NC 28301 (910)483-0479 Ext256 jstleby@unioncorrugatlng.com John Stleby jstleby@unioncorrugating.com Structural Components Roof Deck Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Bala Sockalingam PE-62240 Keystone Certifications, Inc. 09/07/2027 Yoosef Lavl, P.E. +' Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard ASTM E1592 FM 4470 Equivalence of Product Standards Certified By Sections from the Code FILE COPY Year 2005 2012 httpsJ/www.floddabuilding.org/pr/pr app dU.aspx?param=wGEVXQwtDgtvOROQkZA5RE8EOgziUdi7ntuFlu2jC5s%3d 1/3 1/9/2018 'Florida Building Code Online Product Approval Method Method 1 Option D 10 Date Submitted 08/23/2017 Date Validated 08/28/2017 Date Pending FBC Approval 09/09/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 9555.1 5V Panel 29 ga., 24" wide, through fastened panel over wood supports Limits of Use Installation Instructions Approved for use in HVHZ: No FL9555 R4 II EvaluationReoortC2172 S.odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-70.25 Evaluation Reports Other: Uplift load of 70.25 psf @ support spacing of 24" o.c. FL9555 R4 AE Eva IuationReoortC2172 i.Ddf Created by Independent Third Party: Yes 9555.2 MasterRib Panel 26 ga., 36" wide, through fastened panel over steel supports Limits of Use Installation Instructions Approved for use In HVHZ: No FL9555 R4 II EvaluationReoortC2172 2.Ddf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-47.2 Evaluation Reports Other: Uplift load of 47.2 psf @ support spacing of 60" o.c. FL9555 R4 AE EvaluationReoortC2172 2.Ddf Created by Independent Third Party: Yes 9555.3 MasterRib Panel 29 ga., 36" wide, through fastened panel over steel supports Limits of Use Installation Instructions Approved for use In HVHZ: No FL9555 R4 II EvaluationReoortC2172 3.Ddf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +27.1/-37.7 Other: Design load of 27.1 & -37.7 psf at support spacing of 48" o.c. Evaluation Reports FL9555 R4 AE EvaluatlonReoortC2172 3.odf Created by Independent Third Party: Yes 9555.4 MasterRib Panel 29 ga., 36" wide, through fastened panel over wood supports Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: iYes FL9555 R4 ii EvaluationReportC2172 4.Ddf Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +27.1/-36.2 Other: Design load of 27.1 &-36.2,psf at support spacing of Evaluation Reports FL9555 R4 AE Eva luatlonReoortC2172 4.Ddf 48" o.c. Created by Independent Third Party: Yes 9555.5 MasterRib Panel 29 ga., 36" wide, through fastened panel over nom. 1" x 4" wood supports Limits of Use Installation Instructions Approved for use In HVHZ: No FL9555 R4 I1 EvaluatlonReoortC2172 S.DdF Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-138.9 Evaluation Reports Other: Uplift load of 138.9 psf @ support spacing of 24" o.c. FL9555 R4 AE Eva luationReDortC2172 5.Ddf Created by Independent Third Party: Yes 9555.6 PBR Panel Min. 26 ga., 36" wide, through fastened roof panel over open steel supports Limits of Use Installation Instructions Approved for use In HVHZ: No FL9555 R4 H EvaluationRenortC2172 6.odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +96/-163 Evaluation Reports Other: Design loads of 96 & -163 psf at support spacing of FL9555 R4 AE Eva luationReoortC2172 6.odf 20" o.c. Created by Independent Third Party: Yes D:(c:( i4a(t Contact Us :: 2601 Blair Stone Road. Tallahassee Fl. 32399 Phone: 050-487-1824 The State of Florida Is an AA/EEO employer. Comtriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. N you do not want your e-mall address released In response to a public -records request, do not send electronic httpsJ/www.floridabuilding.org/pr/pr app dU.aspx?param=wGEVXQwtDgtvOROQkZA5REBEOgziUdi7ntuFlu2jC5s%3d 2/3 1/g/2018 Florida Bt lding Cade Online mall to this entity. Instead, contact the office,by phone or by traditional mall. If you have any questions, please contact 850.4137.1395. -Pursuant to Section 45S.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalis provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a Ikensee under Chapter 4S5, F.S., please dick bg . Product Approval Accepts: 11 Credit Card Safe httpsJ/www.floddabuilding.org/prlpr app till.aspx7param=wGEVXQwtDgtvOROQkZA5REBEOgziUdi7ntuFlu2jC5s%3d 313 EVALUATION REPORT OF UNION CORRUGATING COMPANY ;'29 GA: 5V PANEL' OVER WOOD SUPPORTS I FLORIDA BUILDING CODE 6TH EDITION (2017) FLORIDA PRODUCT APPROVAL FL 9555.1-R4 STRUCTURAL COMPONENTS U ROOF DECK Prepared For: in Corrugating Company P. O. Box 229 'ayetteville, NC 28302 ephone: (910) 483-0479 Fax: (910) 483-8897 Prepared By: Bala Sockalingam, Ph.D., P.E.. Florida (Professional Engineer #62240 1216 N Lansing Ave., Suite C Tulsa, OK 74106 Telephone: (918) 492-5992 FAX: (866) 366-1543 This report consists of Evaluation Report (3 Pages including cover) Installation Details (1 Page) I Report No. C2172-1 Date: 8 20.2017 36a�94AA9A0Bg�� t°0 GYA L I JVQ I,., yovQ .......... N S %% d, lyo oCr LU O ¢ ; Cu S• Manufacturer: Product Name: Panel Description: Materials: Support Description: Slope: FL 9555.1-R4 C2172-1 8.20.2017 Page 2 of 3 Union Corrugating Company 5V Panel 24" wide'coverage with (5)1/2" high ribs Minimum 29 ga., 80 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Nom. 1" k 4" (min) lumber (Southern Yellow Pine Untreated) (Must be (designed by others) 1/2:12 orIgreater in accordance with FBC 2017 Section 1507.4.2 Design Uplift Pressure: 70.25 psf @ fastener spacing of 24" o.c. (Factor of Safety = 2) (3 or more spans) Panel Attachment: #9-15 or #10-14 x 1-1/2" long wood screws with washer At panel ends @ 12" o.c. across panel width At intermediate @ 12" O.C. across panel width Test Standards: Roof assembly tested in accordance with ASTM E1592-01 `Test Method for Structural Performance of Sheet Metal Roof and Siding Systems i by Uniform Static Air Pressure Difference' and FM 4470 Section 5.5 `Resistance to Foot Traffic'. Test Equivalency: The test I procedure in ASTM E 1592-01 comply with test procedure prescribed in ASTM E1592-05(2012). The test procedure in FM 4470 (1992) comply with test procedure prescribed d in FM 4470 (2012). Code Compliance: The product described herein has demonstrated compliance with FBC 2017 Section 1507.4. Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress design. ;The maximum support spacing listed herein shall not be exceeded. The design uplift pressure for reduced support spacing may be computed using rational analysis prepared by a Florida Professional Engineei. This product is not approved for use in the High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2017 Section 1505 and current approved roofing materials directory for fire ratings of this product. FL 9555.1-R4 C2172-1 8.20.2017 Page 3 of 3 Supporting Documents: ASTM E1592 Test Report Farabaugh Engineering and Testing Inc Project N;o. T246-06, Revised Reporting Date 11/7/06 1 FM 44701 Test Report ENCON Technology Inc C1583-3; Reporting Date 7/24/08 PANEL IFASTENER #9-151 OR #10-14 X 1.5" LONG WOOD SCREWS @ MAX 12" O.C. I FASTENER PATTERN SUPPORT SPACING = 24" O.C. ALLOWABLE (UPLIFT PRESSURE = 70.25 -PSF 12' NOM. 1" X 4" (MIN) SYP UNTREATED rl (DESIGN BY OTHERS) O m a 1/2'T 24. _ 5V Panel Profile Minimum 29 Gouge, Minimum Yield a 80 KSI r 1/9/2018 Florida Elilding Code Online BCIS Home ` Login j User Registration Hot Toplcs j Submit Surcharge i Stats & Fads i PubllcaUons FBC Staff j BCIS Site Map Unks j Search j Florida 61, �] us Product Approval VD 1 USER: Public User p:y c c,• "� Product Aooroval Menu > Product or Anolicadon Search > Aoollcatlon Ust > Application Detall FL # FL9555-114 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer UNION CORRUGATING COMPANY Address/Phone/Email 701 S. KING ST. FAYETMVILLE, NC 28301 (910)483-0479 Ext256 jstleby@unioncorrugating.com Authorized Signature John Stieby JsUeby@unioncorrugating.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Structural Components Subcategory Roof Deck Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Bala Sockalingam the Evaluation Report Florida License PE-62240 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 09/07/2027 Validated By Yoosef Lavi, P.E. s Validation Checklist - Hardcopy Received Certificate of Independence FL9555 R4 COI CertificateIndeoend Referenced Standard and Year, (of Standard) Standard ASTM E1592 FM 4470 Equivalence of Product Standards Certified By Sections from the Code Year 2005 2012 httpsJAvww.floridabuilding.org/pr/pr app dU.aspx?param=wGEVXQwtDgtvOROQkZA5RE8EOgziUdi7ntuFI42JC5s%3d 1/3 1/9/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved 08/23/2017 08/28/2017 09/09/2017 12/12/2017 FL # I Model, Number or Name Description 9555.1 1 5V Panel 29 ga., 24" wide, through fastened panel over wood supports Limits of Use Installation Instructions Approved for use in HVHZ: Na FL9555 R4 II EvaluationReDOrtC2172 1.Ddf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-70.25' Evaluation Reports Other: Uplift load of 70.25 psf @ support spacing of 24" o.c. EL9555 R4 AE EvaluatlonReoortC2172 i.Ddf Created by Independent Third Party: Yes 9555.2 MasterRib Panel 26 ga., 36" wide, through fastened panel over steel supports Limits of Use Installation Instructions Approved for use In HVHZ: No FL9555 R4 II Evaluation Rem rtC2172 2.odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-47.2 1 Evaluation Reports Other: Uplift load of 47.2 psf @ support spacing of 60" o.c. FL9555 R4 AE EvaluationReoortC2172 2.017 Created by Independent Third Party: Yes 19555.3 1 MasterRib Panel 129 ga., 36" wide, through fastened panel over steel supports Limits of Use Installation Instructions Approved for use In HVHZ: No FL9555 R4 II EvaluationRQportC2172 3.Ddf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A i Created by Independent Third Party: Yes Design Pressure: +27.1/-37.7 Evaluation Reports Other: Design load of 27.1 & -37.7 psf at support spacing of FL9555 R4 AE Eva luatlonReoortC2172 3.odf 48" o.c. Created by Independent Third Party: Yes 19555.4 1 MasterRib Panel 129 ga., 36" wide, through fastened panel over wood supports Limits of Use i Installation Instructions Approved for use in HVHZ: No FL9555 R4 Ii Evaluation RenortC2172 4.odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +27.1/-36.2 Evaluation Reports Other: Design load of 27.1 & -36.2 psf at support spacing of FL9555 R4 AE EvaluationReoortC2172 4.odf 48" o.c. Created by Independent Third Party: Yes 9555.5 MasterRlb Panel 29 ga., 36" wide, through fastened panel over nom. 1" x 4" wood supports Limits of Use Installation Instructions Approved for use In HVHZ:! No FL9555 R4 II EvaluationReportC2172 5.odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-138.9 Evaluation Reports Other: Uplift load of 138.9 psf @ support spacing of 24" o.c. FL9555 R4 AE EyaluationReportC2172 5.Ddf Created by Independent Third Party: Yes 9555.E PBR Panel Min. 26 ga., 36" wide, through fastened roof panel over open steel supports Limits of Use Installation Instructions Approved for use in HVHZ: No FL9555 R4 II EvaluationReoortC2172 6.Ddf Approved for use outside'HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A I Created by Independent Third Party: Yes Design Pressure: +96/-163 Evaluation Reports Other: Design loads of 96 & -163 psf at support spacing of FL9555 R4 AE EvaluationReoortC2172 6.odF 20" o.c. Created by Independent Third Party: Yes 1ae;t ilcat Contact Us :: 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone: 650-"7-1824 The State of Florida Is an AA/EEO employer. C°nvrioht 2007-2013 state of Florida.:: Privacy Statement :: AccesslhlliN Statement :: Refund Statement Under Florida law, emall addresses are public records. If you do not want your e-mall address released in response to a publlrrecords request, do not send electronic hftps://www.floddabuilding.orgfpr/pr�_app_00.aspx?param --wGEVXQwtDqtvOROQk7A5REBEOqzlUdi7ntuFlu2jC5s%3d 2/3 1/9/2018 Florida 13'uilding Cade Online mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used forof clal communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, RS., please dick }ffL. Product Approval Accepts: i Credit Card Safe httpslwww.floridabuilding.org/pr/pr app dtl.aspx7param=wGEVXQwtDgtvOROQkZA5RE8EOgziUdl7ntuFlu2jC5s%3d 3/3 I 'I it I EVALUATION REPORT OF UNION CORRUGATING COMPANY 1 '29 GA. 5V PANEL' OVER WOOD SUPPORTS. FLORIDA BUILDING CODE 6TH EDITION (2017) FLORIDA PRODUCT APPROVAL FL 9555.1-R4 STRUCTURAL COMPONENTS ROOF DECK Prepared For: Union Corrugating Company P. O. Box 229 Fayetteville, NC 28302 Telephone: (910) 483-0479 Fax: (910) 483-8897 Prepared By: Bala Sockalingam, Ph.D., P.E. Florida Professional Engineer #62240 1216 N Lansing Ave., Suite C Tulsa, OK 74106 Telephone: (918) 492-5992 FAX: (866) 366-1543 This report consists of Evaluation Report (3 Pages including cover) Installation Details (1 Page) Report No. C2172-1 Date:-8 20.2017 FL 9555.1-R4 C2172-1 8.20.2017 Page 2 of 3 Manufacturer: Union Corrugating Company Product Name: 5V Panel Panel Description: 24" wide coverage with (5)1/2" high ribs Materials: Minimum 29 ga., 80 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). ' Support Description: Nom. 11" x 4" (min) lumber (Southern Yellow Pine Untreated) (Must be designed by others) Slope: 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2 Design Uplift Pressure: 70.25 psf @ fastener spacing of 24" o.c. (Factor of Safety = 2) (3 or more spans) Panel Attachment: #9-15 or #10-14 x 1-1/2" long wood screws with washer At panel ends @ 12"' o.c. across panel width At intermediate @ 12 o.c. across panel width Test Standards: Roof ;assembly tested in accordance with ASTM E1592-01 `Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference' and FM 4470 Section 5.5 `Resistance to Foot Traffic'. Test Equivalency: The test procedure in ASTM E1592-01 comply with test procedure prescribed in ASTM E1592-05(2012). The test procedure in FM 4470 (1992) comply with test procedure prescribed in FM 4470 (2012). Code Compliance: The product described herein has demonstrated compliance with FBC 2017' Section 1507.4. Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2017, Section 1609 or ASCE 7-10 using allowable stress design. The maximum support spacing listed herein shall not be exceeded. The design uplift pressure for reduced support spacing may be computed using rational analysis prepared by a Florida Professional Engineer. This product is not approved for use in the High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2017 Section 1505 and current approved roofing materials directory for fire ratings of this product. . . a FL 9555.1-R4 C2172-1 8.20.2017 Page 3 of 3 Supporting Documents: ASTM E1592 Test Report Farabaugh Engineering and Testing Inc Project No. T246-06, Revised Reporting Date 11/7/06 FM 4470 Test Report ENCON Technology Inc C1583-3, Reporting Date 7/24/08 PANEL FASTENER #9-15 OR #10-14 X 1.5" LONG WOOD SCREWS O MAX 12" O.C. FASTENER PATTERN SUPPORT SPACING = 24" O.C. ALLOWABLE UPLIFT PRESSURE = 70.25 PSF NOM. 1 " X 4" (MIN) SYP UNTREATED (DESIGN BY OTHERS) 12' 1/2T 24' 5V Panel Profile Minimum 29 Gouge, Minimum Yield - 60 KSI H 0 m fai